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寻找外文参考文献。主要是关于真三轴和屈服准则 [复制链接]

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离线billxiao
 

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只看楼主 倒序阅读 使用道具 楼主  发表于: 2009-07-08
如果谁有这些资源,请发到我的邮箱:hhuxyanson@163.com  非常感谢!

1. Lade, P. V., and Musante, H. M. (1978). ‘‘Three-dimensional behavior of remolded clay.’’ J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 104 (2), 193–209.

2. Lade, P.V., and Duncan, J.M. 1973. Cubical triaxial tests on cohesionless soil. Journal of the Soil Mechanics and Foundations Division, ASCE, 99(SM10): 793–812.

3. Lade, P. V. (2001) “Analysis of shear banding in true triaxial tests on sand.” Journal of Engineering Mechanics, 127 (8) :762-768

4. Lade, P.V., Mazen, A.A., 1990. Brittle and ductile transition at failure in frictional materials (powder metals). In: Shah, S.P., Swartz, S.E., Eang, M.L. (Eds.), Proceedings of the International Conference on Micromechanics of Failure of QuasiBrittle Materials, Albuquerque, New Mexico. Elsevier Applied Science, London, pp. 198–205.

5. Reddy, K. R., and Saxena, K. (1993). ‘‘Effects of cementation on stress–strain and strength characteristics of sands.’’ Constr. Manage.Econom., 33 (2), 121–134.

6. Nakai, T. and Matsuoka, H. (1986): “A generalized elastoplastic constitutive model for clay in three-dimensional stresses,” Soils and Foundations, Vol. 26, No. 3, pp. 81-98.

7. Matsuoka, H. and Nakai, T. (1995): “Extension of spatially mobilized plane (SMP) to frictional and cohesive materials and its application to cemented sands.” Soils and Foundations, 35 (4) :63-72.

8. Nakai, T Matsuoka, H., Okuno, N. et al.(1986) “True triaxial tests on normally consolidated clay and analysis of the observed shear behavior using elastoplastic constitutive models.” Soils and Foundations, 26 (3) :67-78.

9. Reddy, K. R., and Saxena, K. (1993). ‘‘Effects of cementation on stress–strain and strength characteristics of sands.’’ Constr. Manage. Econom., 33 (2), 121–134.

10. Mogi, K. (1971). ‘‘Failure and flow of rocks under high triaxial compression.’’ J. Geophys. Res., 76, 1255–1269.

11. Yamada, Y. and Ishihara, K. (1982) “Yielding of loose sand in three-dimensional stress conditions.” Soils and Foundations, 22 (3) :15-31.

12. Sutherland, H. B. and Mesdary, M. S. (1969) “Influence of the intermediate principal stress on the strength of sand.” Proc. of the 7th Int. Conf. on Soil Mechanics and Foundation Engineering. Mexico City: [s. n.] :391-399.

13. Cornet, I., Grassi, R.C., 1955. Fracture of gray-cast-iron tubes under biaxial stresses. J. Appl. Mech. 22 (2), 172–174.

14. Mogi, K (1971) “ Effect of the triaxial stress system on the failure of dolomite and limestone.” Tectonophysics, (11) :111-127.

15. Michelis, P. (1985) “Polyaxial yielding of granular rock.” J. Eng. Mech. ASCE, 111 (8) :1049-1066.

16. Wan, R.G., and Guo, P.J. 2001. Effect of microstructure on undrained behaviour of sands. Canadian Geotechnical Journal, 38:16–28.

17. Lee, D.H., Juang, C.H., Lin, H.M., and Yeh, S.H. 2001. Mechanical behavior of Tien-Liao mudstone in hollow cylinder tests. Canadian Geotechnical Journal, 39: 744–756.

18. Lee, D.H., Juang, C.H., Chen, J.W., Lin, H.M., and Shieh, W.H. 1999. Stress paths and mechanical behavior of a sandstone in hollow cylinder tests. International Journal of Rock Mechanics and Mining Sciences, 36: 857–870.

19. Fang, Y.S., Liao, J.J., and Sze, S.C. 1994. An empirical strength criterion for jet grouted soilcrete. Engineering Geology, 37: 285–293.

20. Takahashi, M., Koide, H., 1989. Effect of intermediate principal stress on strength and deformation behaviour of sedimentary rocks at the depth shallower than 2000 m. In: Maury, V., Fourmaintraux, D. (Eds.), Rock at Great Depth, vol. 1. Balkema, Rotterdam, pp. 19–26.

21. Coffin Jr., L.F., 1950. The flow and fracture of a brittle material. J. Appl. Mech.-T. ASME 72, 233–248.

22. Ely, R.E., 1968. Strength of magnesium silicate and graphite under biaxial stresses. Ceram. Bull. 47 (5), 489–492.
离线binzhu999

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只看该作者 1楼 发表于: 2009-08-01
支持一下,顶
离线liujiashun

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只看该作者 2楼 发表于: 2012-04-27
楼主现在找到了吗?可否给我发一份?! liujiashun000@163.com 谢谢了
离线1032410451

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只看该作者 3楼 发表于: 2013-06-01
我也要,有吗1032410451@qq.com
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